Southeastern Anatolia Project (GAP)
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
The Possible Effects of Irrigation Schemes and Irrigation Methods on Water Budget and Economy in Atatürk Dam of South-Eastern Anatolia Region of Turkey
The possible effects of irrigation schemes and irrigation methods on water budget and economy in Atatürk dam of south-eastern Anatolia region of Turkey Huseyin Demir1, Ahmet Zahir Erkan2, Nesrin Baysan2, Gonca Karaca Bilgen2 1 GAP Şanlıurfa Tünel Çıkış Ağzı 2 GAP Cankaya, Ankara, Turkey Abstract. The South-eastern Anatolia Project (GAP) has been implemented in the southeast part of Turkey, covering 9 provinces and the two most important rivers of Turkey. The main purpose of this gorgeous project is to uplift the income level and living standards of people in the region, to remove the inter-regional development disparities and to contribute to the national goals of economic development and social stability. The cost of the project is 32 billion USD consisting of 13 sub-projects in the river basins of Euphrates and Tigris. The project has evolved over time and has become multi sectoral, integrated and human based on the sustainable regional development. Upon the fully completion of the project, 1.8 Million hectares of land will be able to be irrigated in Euphrates and Tigris Basins through surface and underground water resources. From 1995 until now, 273.000 ha. of land have already been irrigated within the GAP Project. Roughly 739,000 ha. of this land will be irrigated from Atatürk Dam, the largest dam of GAP Project. At present, nearly ¼ of this area is under irrigation. Some technological developments have been experienced in the Project area, ranging from upstream controlled schemes having trapezoidal section, lined or unlined, to upstream controlled schemes having high pressurized piped system; and from conventional methods to drip irrigation method. -
Invest in Gaziantep Invest in Gaziantep Invest in Gaziantep Invest in Gaziantep
INVEST IN GAZIANTEP INVEST IN GAZIANTEP INVEST IN GAZIANTEP INVEST IN GAZIANTEP DEVELOPED INDUSTRIAL INFRASTRUCTURE LIFESTYLE AND EXPORT POTENTIAL 04 S 14 GEOGRAPHICAL CULTURE, TOURISM INDICATONS AND LIFESTYLE 06 T 18 of GAZIANTEP GOVERNMENT INCENTIVES GAZIANTEP CUISINE 08 N 21 EDUCATION 10 23 INDUSTRY TE ORGANISED AGRICULTURE 11 26 INDUSTRIAL ZONES N TOURISM FOREIGN TRADE 12 O 28 VISION PROJECTS HEALT 13 C 30 INVEST IN GAZIANTEP DEVELOPED INDUSTRIAL INFRASTRUCTURE AND EXPORT POTENTIAL Industries in Gaziantep are mainly located in over 5 or- ganized industrial zones (OIZ) and one Free Industrial Zone (FIZ) developed throughout the region. There are more than 5 organized industrial zones(OIZs) and and one Free Industrial Zone (FIZ) where most of Industries in Gaziantep are mainly lo- The city is also a good cated. Gaziantep OIZs host more than 900 big sized companies and SMEs in these industrial zones. In ad- place in terms of its dition to OIZs, small industrial sites consist an impor- export share in Turkey. tant portion of city’s economy. More than 4000 small Gaziantep’s export sized companies support the industrial manufacturing in terms of providing semi-finished goods and techni- reached nearly 6.5 cal support. Specialized parks have been developed in billion Dollars in 2017. Gaziantep to provide to the needs of specific industries. The city is also a good place in terms of its share of export in Turkey. Ga- ziantep’s export reached nearly 6.5 billion Dollars in 2017. 4 ika.org.tr INVEST IN GAZIANTEP LOCATIONLOCATION Only 2 hours distribution range by plane to all major cities in North Africa and Middle East cities and reaching more than 450 million people. -
Submerging Cultural Heritage. Dams and Archaeology in South-Eastern Turkey by Nicolò Marchetti & Federico Zaina
Fig. 1. View of Zeugma with the Birecik dam reservoir in the background. Photo: Pressaris. SUBMERGING CULTURAL HERITAGE. DAMS AND ARCHAEOLOGY IN SOUTH-EASTERN TURKEY BY NICOLÒ MARCHETTI & FEDERICO ZAINA ince the 1960s, economic development strategies pro- as development in fishery and water-related industry. All S moted by Middle Eastern governments have fostered these factors concur to a generally increased income as the construction of large-scale hydraulic infrastructure, often stressed by both private and public authorities. including dams, with the aim of providing short- and medium-term benefits in previously low productive However, the benefits brought by dams are not forever. regions. However, the massive modifications occurring Similar to other human-made structures, such as roads to the riverbeds and surrounding areas involved deeply and bridges, dams require regular and expensive main- affected the natural and cultural landscape of vast regions. tenance and have a finite lifespan. A mean life of 50–120 Combining open-access satellite imagery and archaeologi- years is generally expected for modern dams and water cal data it is now possible to show the immediate impact of reservoirs. In addition, the construction and up-filling dams on the cultural heritage along the Turkish stretch of of dams include the dislocation of thousands of people, the Euphrates river. potential international political issues when built on rivers flowing through different countries, permanent degrada- FLOODED HERITAGE tion of soil fertility and the widespread -
A Taxonomic Study on Zooplankton Fauna of Kiğı Dam Lake (Bingöl-Turkey)
Süleyman Demirel Üniversitesi Eğirdir Su Ürünleri Fakültesi Dergisi, 14(2),74-79 (2018) A Taxonomic Study on Zooplankton Fauna of Kiğı Dam Lake (Bingöl-Turkey) Hilal BULUT Fırat University, Faculty of Fisheries, Elazığ, Turkey Geliş : 18.07.2017 Kabul : 10.10.2017 Araştırma Makalesi / Research Paper Sorumlu Yazar: [email protected] E-Dergi ISSN: 1308-7517 Abstract The present study was conducted to determine zooplankton fauna of Kiğı Dam Lake during September 2012 and August 2013 seasonally. The zooplankton samples were collected by using plankton net with the mesh size of 55µm horizontally and preserved in 4% formaldehyde. Total 22 taxa (16 Rotifera, 4 Cladocera, and 2 Copepoda) were identified in Kiğı Dam Lake. Ascomorpha saltans, Asplanchna priodonta, Brachionus angularis, Cephalodella gibba, Euchlanis dilatata, Kellicottia longispina, Keratella cochlearis, Keratella quadrata, Lecane luna, Lecane lunaris, Notholca squamula, Polyarthra dolichoptera, Rotaria rotatoria, Synchaeta pectinata, Synchaeta oblonga, Trichocerca capucina from Rotifera species; Bosmina longirostris, Chydorus sphaericus, Daphnia cucullata, Daphnia longispina from Cladocera species; Acanthodiaptomus denticornis, Cyclops vicinus from Copepoda species are new records for this dam lake. Zooplankton samples were consisted of 72.7% Rotifera, 18.2% Cladocera, and 9.1% Copepoda. Keywords: Kiğı Dam Lake, species distribution, zooplankton. Kığı Baraj Gölü (Bingöl-Türkiye)'nün Zooplankton Faunası Üzerine Taksonomik Bir Çalişma Özet Kığı Baraj Gölü’nün zooplankton faunasını -
Analyzing the Aspects of International Migration in Turkey by Using 2000
MiReKoc MIGRATION RESEARCH PROGRAM AT THE KOÇ UNIVERSITY ______________________________________________________________ MiReKoc Research Projects 2005-2006 Analyzing the Aspects of International Migration in Turkey by Using 2000 Census Results Yadigar Coşkun Address: Kırkkonoaklar Mah. 202. Sokak Utku Apt. 3/1 06610 Çankaya Ankara / Turkey Email: [email protected] Tel: +90. 312.305 1115 / 146 Fax: +90. 312. 311 8141 Koç University, Rumelifeneri Yolu 34450 Sarıyer Istanbul Turkey Tel: +90 212 338 1635 Fax: +90 212 338 1642 Webpage: www.mirekoc.com E.mail: [email protected] Table of Contents Abstract....................................................................................................................................................3 List of Figures and Tables .......................................................................................................................4 Selected Abbreviations ............................................................................................................................5 1. Introduction..........................................................................................................................................1 2. Literature Review and Possible Data Sources on International Migration..........................................6 2.1 Data Sources on International Migration Data in Turkey..............................................................6 2.2 Studies on International Migration in Turkey..............................................................................11 -
Thermochronology of the Miocene Arabia-Eurasia Collision Zone of Southeastern Turkey GEOSPHERE; V
Research Paper GEOSPHERE Thermochronology of the Miocene Arabia-Eurasia collision zone of southeastern Turkey GEOSPHERE; v. 14, no. 5 William Cavazza1, Silvia Cattò1, Massimiliano Zattin2, Aral I. Okay3, and Peter Reiners4 1Department of Biological, Geological and Environmental Sciences, University of Bologna, 40126 Bologna, Italy https://doi.org/10.1130/GES01637.1 2Department of Geosciences, University of Padua, 35131 Padua, Italy 3Eurasia Institute of Earth Sciences, Istanbul Technical University, Maslak 34469, Istanbul, Turkey 4Department of Geosciences, University of Arizona, Tucson, Arizona 85721, USA 9 figures; 3 tables CORRESPONDENCE: william .cavazza@ unibo.it ABSTRACT ocean, and has been linked to mid-Cenozoic global cooling, Red Sea rifting, extension in the Aegean region, inception of the North and East Anatolian CITATION: Cavazza, W., Cattò, S., Zattin, M., Okay, The Bitlis-Pütürge collision zone of SE Turkey is the area of maximum in- strike-slip fault systems, and development of the Anatolian-Iranian continental A.I., and Reiners, P., 2018, Thermochronology of the Miocene Arabia-Eurasia collision zone of southeast- dentation along the >2400-km-long Assyrian-Zagros suture between Arabia and plateau (e.g., Şengör and Kidd, 1979; Dewey et al., 1986; Jolivet and Faccenna, ern Turkey: Geosphere, v. 14, no. 5, p. 2277–2293, Eurasia. The integration of (i) fission-track analyses on apatites, ii( ) (U-Th)/He 2000; Barazangi et al., 2006; Robertson et al., 2007; Allen and Armstrong, 2008; https:// doi .org /10 .1130 /GES01637.1. analyses on zircons, (iii ) field observations on stratigraphic and structural rela- Yılmaz et al., 2010). The age of the continental collision has been the topic of tionships, and (iv) preexisting U-Pb and Ar-Ar age determinations on zircons, much debate, with proposed ages ranging widely from the Late Cretaceous to Science Editor: Raymond M. -
Southeast Anatolia Project (Gap) Regional Development Administration Coverage
SOUTHEAST ANATOLIA PROJECT (GAP) REGIONAL DEVELOPMENT ADMINISTRATION COVERAGE • SOUTHEAST ANATOLIA PROJECT(GAP) • GAP ACTON PLAN (2008-2012) • GAP ACTON PLAN (2014-2018) • GAP REGIONAL DEVELOPMENT ADMINISTRATION (GAP RDA) • INVESTMENT OPPORTUNITIES • COMPETITIVE AGENDA GAP REGION TURKEY – GAP COMPARISION TURKEY GAP GAP/TR (%) Total Area (km2) 779 452 75 193 9.7 Population (milyon)* 77.69 8.25 10.6 Annual Population Growth Rate 13.31 18.88 (thousand)(2013-2014) * 2014 Results of Address Based Population Registration System LAND POTENTIAL TOTAL AREA GAP REGION OTHER 9.7 % 90.3 % ECONOMICALLY IRRIGABLE AREA GAP REGION 20.0 % OTHER 80.0 % TURKEY’S WATER POTANTIAL BY BASIN Euphrates-Tigris 28 72 Other EUPHRATES OTHER 17% 47% TIGRIS 11% EASTERN MEDITERRANEAN WESTERN ANTALYA EASTERN 6% BLACK SEA 6% BLACK SEA 5% 8% DEVELOPMENT STAGES of GAP •1936 Establishment of Electrical Power Resources Survey and Development Administration •1960 The studies on Euphrates and Tigris rivers •1977 Bringing together all studies under GAP (GAP Water based Development Project Package) • 1986 State Planning Organization (SPO) as coordinating body for the integrated regional development project of GAP • 1989 GAP Master Plan • 1989 Establishment of the GAP Regional Development Administration • 2002 GAP Regional Development Plan (2002-2010) • 2008 GAP Action Plan (2008-2012) • 2014 GAP Action Plan (2014-2018) GAP WATER and SOIL RESOURCES DEVELOPMENT PROGRAMME EUPHRATES TIGRIS Karakaya Dam/HPP Dicle - Kralkızı Aşağı Fırat Batman Sınır Fırat Batman - Silvan Suruc – Baziki Garzan Adıyaman – Kahta Ilısu Adıyaman–Göksu–Araban Cizre Gaziantep Total water potential of Turkey :186 billion m³. 32 billion m³ from Euphrates and 21 billion m³ from Tigris, GAP Region 53 billion m³. -
T.C. Tarim Ve Orman Bakanliği
T.C. TARIM VE ORMAN BAKANLIĞI SERTİFİKALI FİDAN KULLANIM DESTEĞİ İCMAL 1 Yıl : 2019 İl : GAZİANTEP İlçe : ARABAN İcmal Durumu: Normal Sıra İl İlçe Mahalle / Köy Işletme No Dilekçe İşletme Adı Baba Adı Doğum Fidan Fidan Sertifikalı Standart Desteklenen Destekleme No No Tarihi Türü Sayısı Alan (da) Alan (da) Alan(da) Tutarı(TL) 1 GAZİANTEP ARABAN AKBUDAK 41*******08 40 AYŞE ATEŞ ŞIHO 21/10/1946 ANTEP 550 0 25,782 25,782 2.578,20 FISTIĞI 2 GAZİANTEP ARABAN ALTINPINAR 17*******70 10 MUSTAFA VAKKAS 01/01/1960 ANTEP 320 0 15 15 1.500,00 ÇELİK FISTIĞI 3 GAZİANTEP ARABAN AŞAĞI 21*******06 12 ABDULKADİR NURİ 15/04/1964 ANTEP 460 0 26,589 26,589 2.658,90 KARAVAİZ AKSOY FISTIĞI 4 GAZİANTEP ARABAN AŞAĞI 41*******16 11 VEYSEL HASAN 01/01/1985 ANTEP 285 0 9,949 9,949 994,90 KARAVAİZ AKSOY FISTIĞI 5 GAZİANTEP ARABAN AŞAĞIYUFKA 18*******34 23 SITKI SEYDİ 01/01/1951 ANTEP 900 0 51,844 51,844 5.184,40 LI TÜRKÖZÜ FISTIĞI 6 GAZİANTEP ARABAN BAŞPINAR 17*******48 43 DOĞAN ŞÜKRÜ 15/12/1979 ANTEP 1300 0 30 30 3.000,00 KUTLU FISTIĞI 7 GAZİANTEP ARABAN BAŞPINAR 18*******00 17 KÜREŞ HÜSEYİN 01/01/1966 ANTEP 1050 0 49,599 49,599 4.959,90 KOÇASLAN FISTIĞI 8 GAZİANTEP ARABAN BAŞPINAR 18*******84 48 HASAN MULLAALİ 07/03/1956 BADEM 650 0 11,266 11,266 1.126,60 9 GAZİANTEP ARABAN BAŞPINAR 18*******36 30 KOÇASLANMEHMET ŞEHO 01/06/1944 ANTEP 1000 0 61,978 61,978 6.197,80 KOÇASLAN FISTIĞI 10 GAZİANTEP ARABAN ERENBAĞ 42*******90 22 EMRAH REMZİ 01/06/1984 ANTEP 110 0 6 6 600,00 AÇIKGÖZ FISTIĞI T.C. -
Optimisation of the Tigris River Hydropower System Operations
OPTIMISATION OF THE TIGRIS RIVER HYDROPOWER SYSTEM OPERATIONS A THESIS SUBMITTED TO THE GRADUATE SCHOOL OF NATURAL AND APPLIED SCIENCES OF MIDDLE EAST TECHNICAL UNIVERSITY BY EMRAH YALÇIN IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF DOCTOR OF PHILOSOPHY IN CIVIL ENGINEERING MAY 2015 Approval of the thesis: OPTIMISATION OF THE TIGRIS RIVER HYDROPOWER SYSTEM OPERATIONS submitted by EMRAH YALÇIN in partial fulfillment of the requirements for the degree of Doctor of Philosophy in Civil Engineering Department, Middle East Technical University by, Prof. Dr. Gülbin Dural Ünver Dean, Graduate School of Natural and Applied Sciences Prof. Dr. Ahmet Cevdet Yalçıner Head of Department, Civil Engineering Assoc. Prof. Dr. Şahnaz Tiğrek Supervisor, Civil Engineering Dept., Batman University Examining Committee Members: Prof. Dr. A. Melih Yanmaz Civil Engineering Dept., METU Assoc. Prof. Dr. Şahnaz Tiğrek Civil Engineering Dept., Batman University Assoc. Prof. Dr. Elçin Kentel Civil Engineering Dept., METU Asst. Prof. Dr. Önder Koçyiğit Civil Engineering Dept., Gazi University Asst. Prof. Dr. Aslı Numanoğlu Genç Civil Engineering Dept., Atılım University Date: 22.05.2015 I hereby declare that all information in this document has been obtained and presented in accordance with academic rules and ethical conduct. I also declare that, as required by these rules and conduct, I have fully cited and referenced all material and results that are not original to this work. Name, Last name : Emrah Yalçın Signature : iv ABSTRACT OPTIMISATION OF THE TIGRIS RIVER HYDROPOWER SYSTEM OPERATIONS Yalçın, Emrah Ph.D., Department of Civil Engineering Supervisor: Assoc. Prof. Dr. Şahnaz Tiğrek May 2015, 146 pages Growing external energy dependence and rising oil prices are encouraging Turkey to turn to renewable energy, especially hydropower. -
Mr. Mustafa Kemal Koseoglu
Water Resources Development Activities in Turkey General Directorate of State Hydraulic Works (DSI) is a public institution founded in 1954 with the aim of promoting Ground and Surface Water Resources History 1914: General Directorate of Public Works “Umur-u Nafıa Müdüriyet-i Umumiyesi” 1925: Waters General Directorate 1929: General Directorate of Water 1939: Water Works General Directorate 1954 : General Directorate of State Hydraulic Works DSİ Activities Energy Agriculture Services Flood Control 3 DSI General Directorate 2017 Budget (Million TL) Credit Total 1- CURRENT BUDGET 1 900 2- CAPITAL EXPENDITURE 534 10 700 A - Investment Budget 534 9 300 Agricultural Sector 6 500 Energy Sector 472 1 500 DKHS (Other Public Social Services)-Water Supply 62 1 300 B - Expropriation 1 400 3-CURRENT TRANSFERS 26 4—Rural Development 220 (Capital Transfer) DSİ Total Budget 534 12 846 4/29 Main Laws Authorizing DSI Law No. 6200 on DSİ’s Establishment: Enacted on 18th December 1953 Published on 25th December 1953 Put into effect on 28th Feb.1954 Law No. 167 on Groundwater: Enacted on 16th December 1960 Published on 23rd December 1960 Law No. 1053 on Domestic and Industrial Water Supply Enacted on 3rd July 1968 Published on 16th July 1968 Amended on 26th April 2007 Law No. 6172 on Water User Associations (WUOs): Put into effect on 22nd March 2011 Decree Law No.662 on Restructuring DSİ Enacted on: 11.10.2011 Published on: 2/11/ 2011 Organizational Structure of DSI Director General Internal Audit Department Board of Inspection Deputy Director Generals Legal Advisory Foreign Relations Public Relations Water Bodies Office Secretariat Office Office Press Office Supervision Services 26 Regional 16 Departments Directorates Departments of DSI 1. -
Profile: Tigris/Euphrates River Basins
va®aea wi air- tf< ti +f' 1> t } r Profile: Tigris/Euphrates River Basins it III 4 M .1 I J CEWRC-IWR-P 29 May 91 Tigris-Euphrates Basin Summary *Projects in Turkey, Syria, and Iraq are expected to greatly reduce both Euphrates and Tigris stream flows and reduce water quality *Already Syria claims Tabqa Damhydropowerplants are operating at only 10%capacitybecause ofAtaturk filling *Estimates of depletion vary; one estimate is for approx. 50 % depletion of Euphrates flowsby Turkey and almost a 30 % depletionby Syria(given completionofTurkey's Gap project and projected Syrian withdrawals); the most likely date for completion of all projects (if at all) is 2040; in the 1960s, Iraq withdrew an average of about 50 % of Euphrates flows *One estimate of projected Euphrates depletions for the year 2000 is 20 % each by Turkey and Syria *Syria and Iraq may be especially affected by reduced flow during low flow years *Of more immediate concern than possible long-term reduction in flow quantity is increased pollution of inflows to Lake Assad on the Euphrates (main water supply source for Aleppo) and to the Khabur River (both in Syria) owing to irrigation return flows; both areas plan for greater use of those waters *Quality of Euphrates flows into Iraq will also beaffected *Iraq has constructed Tigris-Euphrates Outfall Drain to drain irrigation water into Shatt al-Basra and Gulf *Most water withdrawals within the basin are forirrigation;Turkey,Syria,and Iraq all are attempting to expand irrigation programs *Recent projected demands for water withdrawals for Iraq were not available for this study. -
The Methods Used in Monitoring of Large Dams in Turkey
©2020 Published in 8th International Symposium on Innovative Technologies in Engineering and Science 23-25 October 2020 (ISITES2020 Bursa - Turkey) https://doi.org/10.33793/acperpro.03.01.51 The Methods Used in Monitoring of Large Dams in Turkey Haluk BALI1*, Salih ALCAY2 1 The General Directorate of State Hydraulic Works, 5. Regional Directorate, 56. Division Office, Kırıkkale, Turkey, 2 Necmettin Erbakan University, Engineering and Achitecture Faculty, Geomatics Engineering Department, Konya, Turkey. Abstract Turkey is a very rich country in terms of water resources. However, in order to use these resources efficiently, water must be stored safely. In this context, the best form of storage is the construction of dams. In our country, large dams, which are among the world's important dams, are being built. Although there are many advantages of large dams, the loss of life and property will be so great in case of a possible deformation or destruction. The fact that dams are under the influence of various forces, as well as being located in the earthquake zone of our country, necessitates continuous monitoring of our dams. Dams are generally monitored using geodetic methods and geotechnical devices. However, mostly details of these two methods are evaluated separately in dam monitoring. Evaluating the results of both methods together is very important for the comprehensive monitoring of the dam and the correct interpretation of possible deformations. In this study, large dams in our country and monitoring studies carried out by using geodetic and geotechnical methods in these dams are given in detail. Key words: Dam, Deformation Monitoring, Geodetic, Geotechnical 1.